Summary for Test 2026-05-10-15-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-0.0/12.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL. |
| Location Description | TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/12/2025) |
Sample Information
| Sample Taken Date | 05/10/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/11/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 1 bag of Fine RAP (3/8-inch) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River Construction — Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 896855 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3942604 |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Orland Plant |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2026-05-10-15
DIME Test ID: 2026-05-10-15-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-06-05
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 05/15/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331.1 grams
Mass of oven-dry sample in air for Sample 1: 2523.1 grams
Mass of container filled with the sample and water for Sample 1: 8872.1 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.569
Theoretical maximum density at 25°C (77°F): 2561.5 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Pbr=2.569
Test was verified on 6/5/2026 ✔